Microplane model for concrete: II: Data delocalization and verification

Journal of Engineering Mechanics

Volumn 122, Issue 3, 1996, Pages 255-262

  Bažant, Zdeněk P ^a,b   Xiang, Yuyin ^b   Adley, Mark D ^c   Prat, Pere C ^d   Akers, Stephen A ^c  

^a ASCE ^*

^b NORTHWESTERN UNIVERSITY   (United States)

^c WATERWAYS EXPERIMENT STATION   (United States)

^d UNIVERSITAT POLITÈCNICA DE CATALUNYA   (Spain)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0001372840     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(1996)122:3(255)     Document Type: Article

References (24)

1. Balmer, G. G. (1949). "Shearing strength of concrete under high triaxial stress - computation of Mohr's envelope as a curve." Rep. No. SP-23, Struct. Res. Lab., Denver, Colo.
2. Bažant, Z. P. (1976). "Instability, ductility, and size effect in strain-softening concrete." J. Engrg. Mech. Div., ASCE, 102(2), 331-344 (disc. 103, 357-358, 775-777, 104, 501-502).
3. Bažant, Z. P. (1984). "Size effect in blunt fracture: Concrete, rock, metal." J. Engrg. Mech., ASCE, 110(4), 518-535.
4. Bažant, Z. P. (1994a). "Nonlocal damage theory based on micromechanics of crack interactions." J. Engrg. Mech., ASCE, 120(3), 593-617.
5. Bažant, Z. P. (1994b). "Finite-strain generalization of small-strain constitutive relations and volumetric-deviatoric split." Rep. 94-12/403f, Dept. of Civ. Engrg., Northwestern Univ., Evanston, Ill.; also Intern. J. of Solids and Structures (in press).
6. Bažant, Z. P., Bishop, F. C., and Chang, T.-P. (1986). "Confines compression tests of cement paste and concrete up to 300 ksi." J. Am. Concrete Inst., 33(4), 553-560.
7. Bažant, Z. P., and Cedolin, L. (1991). Stability of structures: Elastic, inelastic, fracture and damage theories (textbook and reference volume), Oxford University Press, New York, N.Y.
8. Bažant, Z. P., Jirásek, M., Xiang, Y., and Prat, P. C. (1994). "Microplane model with stress-strain boundaries and its identification from tests with localized damage." Proc., Computational Modeling of Concrete Struct. (EURO-C), H. Mang, et al., eds., Pineridge Press, Swansea, Wales, 255-261.
9. Baźant, Z. P., and Oźbolt, J. (1990). "Nonlocal microplane model for fracture, damage and size effect in structures." J. Engrg. Mech., ASCE, 116(11), 2484-25054.
10. Baźant, Z. P., and Oźbolt, J. (1992). "Compression failure of quasi-brittle material: Nonlocal microplane model." J. Engrg. Mech., ASCE, 118(3), 540-556.
11. Baźant, Z. P., Xiang, Y., and Prat, P. C. (1996). "Microplane model for concrete. I: Stress-strain boundaries and finite strain." J. Engrg. Mech., ASCE, 122(3), 245-254.
12. Bresler, B., and Pister, K. S. (1958). "Strength of concrete under combined stresses." J. Am. Concrete Inst., 551(9), 321-345.
13. Goode, C. D., and Helmy, M. A. (1967). "The strength of concrete under combined shear and direct stress." Mag. Concrete Res., 19(59), 105-112.
14. Green, S. J., and Swanson, S. R. (1973). "Static constitutive relations for concrete." Rep. No. AFWL-TR-72-2, Air Force Weapons Lab., Kirtland Air Force Base, Albuquerque, N.M.
15. Hognestad, E., Hanson, N. W., and McHenry, D. (1955). "Concrete stress distribution in ultimated strength design." J. Am. Concrete Inst., 52(4), 455-477.
16. Kupfer, H., Hilsdorf, H. K., and Rüsch, H. (1969). "Behavior of concrete under biaxial stresses." J. Am. Concrete Inst., 66, 656-666.
17. Launay, P., and Gachon, H. (1971). "Strain and ultimate strength of concrete under triaxial stress." Proc., 1st Int. Conf. on Struct. Mech. in Reactor Technol. (SM: RT1), T. Jaeger, ed., European Communities, Brussels, Belgium.
18. Ortiz, M. (1987). "An analytical study of the localized failure modes in concrete." Mech. of Mat., 6, 159-174.
19. Ožbolt, J., and Bažant, Z. P. (1994). "Numerical smeared fracture analysis: nonlocal microcrack interaction approach." Rep., Dept. Civ. Engrg., Northwestern Univ., Evanston, Ill.; also Int. J. of Numer. Meth. in Engrg. (in press).
20. Petersson, P. E. (1981). "Crack growth and development of fracture zones in plain concrete and similar materials." Rep. No. TVBM 1006, Lund Inst. of Technol., Lund, Sweden.
21. Pijaudier-Cabot, G., and Bažant, Z. P. (1987). "Nonlocal damage theory." J. Engrg. Mech., ASCE, 113(10), 1512-1533.
22. Sinha, B. P., Gerstle, K. H., and Tulin, L. G. (1964). "Stress-strain relations for concrete under cyclic loading." J. Am. Concrete Inst., 62(2), 195-210.
23. van Mier, J. G. M. (1984). "Strain-softening of concrete under multiaxial loading conditions," PhD dissertation, De Technische Hogeschool Eindhoven, The Netherlands.
24. van Mier, J. G. M. (1986). "Multiaxial strain-softening of concrete. Part I: fracture. Part II: load histories." Mat. and Struct., Paris, France, 111(19), 179-200.